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U.S. HIGHWAY 101 over HASKELL AVE

Los Angeles County, California

Map

Coordinates:
+34.16439, -118.47336
34°09'52" N, 118°28'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	U.S. HIGHWAY 101 over HASKELL AVE
Structure number:	53 1103L
Location:	07-LA-101-17.50L-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	78.1 ft. `[23.8 m]`
Total length:	78.1 ft. `[23.8 m]`
Roadway width between curbs:	78.1 ft. `[23.8 m]`
Deck width edge-to-edge:	82.4 ft. `[25.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1958
Year reconstructed:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	154,000 `[as of 2011]`
Truck traffic:	10% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	79.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$994,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2016	Good	Very Good	Very Good	Very Good	154000	79.0
February 2014	Fair	Fair	Good	Good	154000	78.0
February 2012	Fair	Fair	Good	Good	154000	78.0
January 2010	Fair	Fair	Good	Good	154000	78.0
February 2008	Fair	Fair	Good	Good	154000	78.0
January 2006	Fair	Fair	Good	Good	154000	78.0
March 2004	Fair	Satisfactory	Good	Good	154000	79.0
April 2002	Fair	Satisfactory	Good	Good	80500	77.5
May 2000	Fair	Satisfactory	Good	Good	80500	77.5
April 1998	Fair	Satisfactory	Good	Good	152050	77.0
April 1996	Good	Good	Good	Good	154000	81.0
August 1994	Good	Good	Good	Good	154000	81.0
May 1992	Good	Good	Good	Good	148500	81.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	24	24	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	238	238	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	600	600	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	48	48	0	0	0
Reinforced Concrete Pile	each	85	85	0	0	0
Joints
Pourable Joint	linear ft.	50	50	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	73	73	0	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1054555